A one-dimensional model for impact forces resulting from high mass, low velocity debris |
Paczkowski, K.
(Department of Civil and Environmental Engineering, University of Hawaii at Manoa)
Riggs, H.R. (Department of Civil and Environmental Engineering, University of Hawaii at Manoa) Naito, C.J. (Department of Civil Engineering, Lehigh University, ATLSS Center) Lehmann, A. (Department of Civil Engineering, Lehigh University, ATLSS Center) |
1 | AASHTO (2009), "Vessel collision design of highway bridges", American Association of State Highway and Transportation Officials, 217. |
2 | Arroyo-Caraballo, J.R. and Ebeling, R.M. (2006), "Glancing-blow impact forces by a barge train on a lock approach wall", J. Infrastruct. Syst., 5, 135-143. |
3 | ASCE (2006), "Minimum design loads for buildings and other structures", ASCE/SEI 7-05, American Society of Civil Engineers. |
4 | Consolazio, G.R. and Cowan, D.R. (2005), "Numerically efficient dynamic analysis of barge collisions with bridge piers", J. Struct. Eng., 8, 1256-1266. |
5 | Consolazio, G.R., Cook, R.A., McVay, M.C., Cowan, D., Biggs, A. and Bui, L. (2006), "Barge impact testing of the St. George Island causeway bridge", UF 00026868/FDOT BC-354 RPWO 76, University of Florida, Gainesville, FL. |
6 | Consolazio, G.R., Getter, D.J. and Davidson, M.T. (2009), "A static analysis method for barge-impact design of bridges with consideration of dynamic amplification", UF Project No. 00068901/FDOT BD-545-85, University of Florida, Gainsville, FL. |
7 | Dassault Systemes, Abaqus Unified FEA Software, Ver. 6.10, Dassault Systemes Simulia Corp., Providence, RI, USA. |
8 | FEMA (2005), Coastal Construction Manual, FEMA P-55, Edition 3, Vol. 2, Federal Emergency Management Agency, Washington, D.C. |
9 | FEMA (2008), "Guidelines for design of structures for vertical evacuation from tsunamis", FEMA P646, Federal Emergency Management Agency. |
10 | Goldsmith, W. (1960), Impact: The Theory and Physical Behaviour of Colliding Solids, Edward Arnold Ltd., London. |
11 | Haehnel, R.B. and Daly, S.F. (2002), "Maximum impact force of woody debris on floodplain structures", ERDC/ CRREL TR-02-2, US Army Corp of Engineers, Engineer Research and Development Center. |
12 | Haehnel, R.B. and Daly, S.F. (2004), "Maximum impact force of woody debris on floodplain structures", J. Hydraulic Eng., 2, 112-120. |
13 | Johnson, W. (1972), Impact Strength of Materials, Edward Arnold, London, . |
14 | Kumagai, K., Oda, K. and Fujii, N. (2006), "Applicability of simulation model for drift behavior of containers due to tsunami", Techno-Ocean 2006/19th JASNAOE Ocean Engineering Symposium, Kobe, Japan. |
15 | Matsutomi, H. (2009), "Method for estimating collision force of driftwood accompanying tsunami inundation flow", J. Disaster Res., 6, 435-440. |
16 | Mikhaylov, Y. (2009), "Evaluation of prototypical reinforced concrete building performance when subjected to tsunami loading", M.S. Thesis, University of Hawaii, USA. |
17 | Mizutani, N., Takagi, Y., Shiraishi, K., Miyajima, S. and Tomita, T. (2005), "Study on wave force on a container on apron due to tsunamis and collision force of drifted container", Annual Journal of Coastal Engineering, 741-745. |
18 | Robertson, I.N., Riggs, H.R., Yim, S.C.S. and Young, Y.L. (2006), "Lessons from Katrina", Civil Engineering, ASCE Magazine, April, 56-63. |
19 | NRC (2004), Preventing Earthquake Disasters: The Grand Challenge in Earthquake Engineering: A Research Agenda for the Network for Earthquake Engineering Simulation (NEES), The National Academies Press, Washington, D.C.. |
20 | Oda, K., Okamoto, O. and Kumagai, K. (2006), "Development of estimation method on drift and collision behaviors of debris caused by tsunamis", Tech. Memorandum of Public Works Research Institute. |
21 | USACE (2004), Barge Impact Analysis for Rigid Walls, ETL 1110-2-563, USACE, Washington, DC. |
22 | Yeh, H. (2007), "Design tsunami forces for onshore structures", J. Disaster Res., 6, 1-6. |
23 | Yeom, G.S., Nakamura, T. and Mizutani, N. (2009), "Collision analysis of container drifted by runup tsunami using drift collision coupled model", J. Disaster Res., 6, 441-449. |